The application of the finite element method for static behaviour analysis of the asymmetrical one-pylon suspension bridge built-in bending cables of different rigidity

Grigorjeva, Tatjana; Paeglitis, Ainars

doi:10.3846/est.2018.6481

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/124367

The application of the finite element method for static behaviour analysis of the asymmetrical one-pylon suspension bridge built-in bending cables of different rigidity

Details

Publication Type (CRIS)

Straipsnis kitoje duomenų bazėje / Article in other database (S4)

Publication Type (eLABa)

Straipsnis kitoje DB / Article in other DB (S3)

VILNIUS TECH Research Priorities and Topics

Pažangios statinių konstrukcijos / Smart building structures (SD0101)

Lithuanian Intelligent Specialization

Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)

Author(s)

Author	Affiliation
Grigorjeva, Tatjana	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Paeglitis, Ainars	Rigas Technical University

Title

The application of the finite element method for static behaviour analysis of the asymmetrical one-pylon suspension bridge built-in bending cables of different rigidity

[en]

Tatjana Grigorjeva, Ainars Paeglitis

Is part of

Engineering structures and technologies

Published In

Year	Volume	Issue	Start Page	End Page
2018	10	2	78	83

Publisher

Vilnius : VGTU Press

Referenced in Database(s)(DBs)

DOAJ

Academic Search Complete

ICONDA

Gale's Academic OneFile

Extent

p. 78-83

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/124367
https://doi.org/10.3846/est.2018.6481	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

DOI

10.3846/est.2018.6481

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The article presents the results of the numerical analysis of the asymmetrical one-pylon suspension bridge built-in rigid cables. The models for the suspension bridge with the cables of different rigidity are analyzed by comparing vertical displacements, bending moments and strains in the structural members of the bridge. The numerical analysis was performed by examining the bridge under symmetrical and asymmetrical loading and different erection methods. The stress-strain state of a single asymmetrical pylon with the cables of different rigidity and the rational relationship between cable rigidity and girder stiffness has been established.